US0071 over ICG RR

Map 

Facts 

Name:	US0071 over ICG RR
Structure number:	040900530908944
Location:	.5 MI NORTH OF I-20
Purpose:	Carries highway over railroad
Route classification:	Other Principal Arterial (Urban) [14]
Length of largest span:	35.1 ft. [10.7 m]
Total length:	585.0 ft. [178.3 m]
Roadway width between curbs:	25.3 ft. [7.7 m]
Deck width edge-to-edge:	34.1 ft. [10.4 m]
Vertical clearance below bridge:	19.4 ft. [5.9 m]
Owner:	State Highway Agency [01]
Year built:	1940
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Design load:	M 13.5 / H 15 [2]
Number of main spans:	15
Main spans material:	Steel [3]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	2,760 [as of 2009]
Truck traffic:	32% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Scour condition:	Bridge not over waterway. [N]
Operating rating:	34.7 tons [31.5 metric tons]
Inventory rating:	20.8 tons [18.9 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	47.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$2,379,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	2,970 [as of 1995]
Truck traffic:	32% of total traffic
Deck condition:	Satisfactory [6 out of 9]
Superstructure condition:	Satisfactory [6 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Operating rating:	32.7 tons [29.7 metric tons]
Inventory rating:	14.9 tons [13.5 metric tons]
Evaluation:	Functionally obsolete [2]
Sufficiency rating:	46.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$2,379,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	2,436 [as of 1991]
Truck traffic:	32% of total traffic
Deck condition:	Fair [5 out of 9]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Good [7 out of 9]
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Operating rating:	32.7 tons [29.7 metric tons]
Inventory rating:	14.9 tons [13.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	20.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:	$2,379,000

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